HomeMy WebLinkAbout104BID ITEM(INCLUDES SIDEWALK RAMPS)
8'MIN. VARIES(SEE NOTE 7) - 6'MIN.
SEE NOTE 8)
SEE NOTE 8)
10 LF OF PAVED
DRIVEWAY REQUIRED ,
3/8'EXPANSION JOINT(TYP.)
SEE STD.PLAN 102) CEMENTCONCRETESIDEWALK
ISEE NOTE 5
M.II-o
SEE NOTE 7 CEMENT CONCRETERAMPWITH12H:1V B RB TSLOPE(TVP.) CU(
SEE&
NOTEGUTER
3)
3/8'CONTRACTION JOINT(TYP.)
SEE STD.PLAN 102) PLAN VIEW
TYPE C3 SHOWN,Cl&C2&C-MAX SIMILAR)
SEE NOTE 9)
VARIES
SEE NOTE 10)
8.3%MAX.SEE NOTE 8(TP).
as,sana"
6"1"1361 ME
mminr
10'MIN. 10'MIN.
CEMENT CONCRETE
10"MIN.
SIDEWALK 3/8"EXPANSION JOINT(TYP.)
SECTION OA (SEE STD.PLAN 102)
SIDEWALK WIDTH
10%DIFFERENCE IN SLOPE MAX— 1/2'R(TYP.)
0 DRIVEWAY W/'•SINE SLOPE(SLOPE SHOWN EXAGGERATED) 1.5% Aft1.5%
1
V DRIVEWAY
WM
10'MIN. .
IDRIVEWAYW/RELATIVE
SEE DETAIL ON STD PLAN 104.2NEGATIVESLOPE(SLOP
SHOWN EXAGGERATED)
SECTION O
s
T
CEMENT CONCRETE
p: , CURB&GUTTER
SEE NOTE 3)
F OLITHIC
CEMENT i,j AIL,STD.PIAN 104.2)
CONCRETESIDEWALK
TYPE C2-ISOMETRIC VIEW
For NOTES see STD.PLAN 104.2
1' Y 0 STD. PLAN - 104
ER . PUBLIC WORKS CEMENT CONCRETE DRIVEWAY '
PPRO D:DEPARTMENT ENTRANCE - TYPES Cl, C2,
tNT C3, and C-MAX
i ii,i !A 01/
Gregg Zimmerman,Public Works Administrator